EFFECT OF MULTIPLE COLLAPSE MODES ON DYNAMIC FAILURE OF STRUCTURES WITH STRUCTURAL INSTABILITY
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Engrg., University of Utsunomiya
3. Dept. of Civil Engrg., Tohoku University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1990/416/1990_416_13/_pdf
Reference13 articles.
1. 1) Kato, B. and Akiyama, H.: Aseismic limit design of steel rigid frames, Transaction of A. I. J., No. 237, pp. 59-65, November, 1975 (in Japanese).
2. 2) Akiyama, H.: Earthquake-Resistant Limit-State Design for Building, University of Tokyo Press, Tokyo, 1985.
3. 3) Ishida, S. and Morisako, K.: Collapse of SDOF system to harmonic excitation, Journal of Engineering Mechanics, ASCE, Vol. 111, pp. 431-448, March, 1985.
4. 4) Bernal, D.: Amplification factors for inelastic dynamic p-Δ effects in earthquake analysis, Earthquake Engineering and Structural Dynamics, Vol. 15, pp. 635-651, August, 1987.
5. 5) Hirao, K., Sawada, T., Nariyuki, Y. and Sasada, S.: Fundamental study on evaluation of damage of steel piers with box cross-section based on energy concept, Proc. of JSCE, No. 380/I-7, pp. 429-437, April, 1987 (in Japanese).
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